Beam Splices
Beam Splices
(OP)
When you have beams with 135 deg closed ties you are required by the ACI code to have one rebar on each corner of the tie. If you have 2 no.8 at bottom and 2 no.8 bars at top how would you keep the 4 bars on the corners just after a splice? With an offset lap splice? Additional rebar? I have usually seen straight lap splices and wonder if this is acceptable for this condition?





RE: Beam Splices
RE: Beam Splices
RE: Beam Splices
RE: Beam Splices